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877635_597035_SA_2022-09-23.pdf
tnxTower Report - version 8.1.1.0 Date: September 23, 2022 B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: Site Number: MW04116A Site Name: IN03XC107 Crown Castle Designation: BU Number: 877635 Site Name: Carmel - Plum Creek JDE Job Number: 697521 Work Order Number: 2159212 Order Number: 597035 Rev. 1 Engineering Firm Designation: B+T Group Project Number: 136349.005.01.0001 Site Data: 5484 E 126th St, Carmel, Hamilton County, IN Latitude 39° 58' 20.34'', Longitude -86° 4' 10.02'' 118.5 Foot - Monopole B+T Group is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 115 mph as required by the Indiana Building Code (2012 IBC with Amendments). Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Gertha Wesh Respectfully submitted by: B+T Engineering, Inc. Chad E. Tuttle, P.E. September 23, 2022 118.5 Ft Monopole Structural Analysis CCI BU No 877635 Project Number 136349.005.01.0001, Order 597035, Revision 1 Page 2 tnxTower Report - version 8.1.1.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 – Tower Component Stresses vs. Capacity – LC7 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations September 23, 2022 118.5 Ft Monopole Structural Analysis CCI BU No 877635 Project Number 136349.005.01.0001, Order 597035, Revision 1 Page 3 tnxTower Report - version 8.1.1.0 1) INTRODUCTION This is a 118.5 ft Monopole designed by FWT Inc. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 115 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 2 in Wind Speed with Ice: 40 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 118.0 120.0 3 Commscope FFVV-65C-R3-V1_TMO 3 2 7/8 1-1/2 2 Commscope HCS 2.0 Part 1 3 Nokia AEHC 3 Nokia AHFIG_TMO 3 Nokia AHLOA_T-MOBILE 118.0 1 Perfect Vision PV-LPPGS-12M-HR25-AP4 Platform Mount Table 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed September 23, 2022 118.5 Ft Monopole Structural Analysis CCI BU No 877635 Project Number 136349.005.01.0001, Order 597035, Revision 1 Page 4 tnxTower Report - version 8.1.1.0 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 2 Raycap DC9-48-60-24-8C-EV_CCIV2 1 -- Platform Mount [LP 303-1_HR-1] 89.0 3 Ericsson AIR 6449 B77D 75.0 75.0 6 Andrew 641280-DF 12 7/8 3 Andrew LNX-6514DS-VTM 3 Antel BXD-63606380CF 1 -- Side Arm Mount [SO 102-3] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source Tower Manufacturer Drawing 1959918 CCI Sites Foundation Drawing 1472998 CCI Sites Geotech Report 1609467 CCI Sites Crown CAD Package Date: 09/22/2022 CCI Sites 3.1) Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the - TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % September 23, 2022 118.5 Ft Monopole Structural Analysis CCI BU No 877635 Project Number 136349.005.01.0001, Order 597035, Revision 1 Page 5 tnxTower Report - version 8.1.1.0 Table 5 - Tower Component Stresses vs. Capacity – LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 Anchor Rods Base 66.1 Pass 1,2 Base Plate Base 34.9 Pass 1,2 Base Foundation (Structure) Base 40.9 Pass 1,2 Base Foundation (Soil Interaction) Base 30.1 Pass Structure Rating (max from all components) = 92.7% Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity listed. 2) Rating per TIA-222-H Section 15.5. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. APPENDIX A TNXTOWER OUTPUT B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job: 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Jayaraj B App'd: Code: TIA-222-H Date: 09/23/22 Scale: NTS Path: E:\SA Jobs\2022\September 2022\23\136349_877635_Carmel- Plum Creek---Jayraj---Akshay\Tnx_005_01_0001\136349_005_01_0001_Carmel - Plum Creek_IN.eri Dwg No. E-1 118.5 ft 76.5 ft 37.5 ft 0.0 ft REACTIONS - 115 mph WIND TORQUE 1 kip-ft 23 K SHEAR 1976 kip-ft MOMENT 29 K AXIAL 40 mph WIND - 2.000 in ICE TORQUE 0 kip-ft 5 K SHEAR 472 kip-ft MOMENT 61 K AXIAL ARE FACTORED ALL REACTIONS Section 3 2 1 Length (ft) 41.500 42.000 42.000 Number of Sides 12 12 12 Thickness (in) 0.375 0.313 0.188 Socket Length (ft) 4.000 3.000 Top Dia (in) 29.909 22.209 14.050 Bot Dia (in) 39.000 31.410 23.240 Grade A572-65 Weight (K) 11.2 5.8 3.8 1.6 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Hamilton County, Indiana. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 115 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 40 mph basic wind with 2.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.000 ft 8. TIA-222-H Annex S B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job: 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Jayaraj B App'd: Code: TIA-222-H Date: 09/23/22 Scale: NTS Path: E:\SA Jobs\2022\September 2022\23\136349_877635_Carmel- Plum Creek---Jayraj---Akshay\Tnx_005_01_0001\136349_005_01_0001_Carmel - Plum Creek_IN.eri Dwg No. E-4 0 0 5 5 10 10 15 15 20 20 25 25 Global Mast Shear (K) 118.500 76.500 37.500 0.000 Elevation (ft) 0 0 500 500 1000 1000 1500 1500 2000 2000 Global Mast Moment (kip-ft) 118.500 76.500 37.500 0.000 TIA-222-H - 115 mph/40 mph 2.000 in Ice Exposure C Maximum Values Vx Vz Mx Mz B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job: 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Jayaraj B App'd: Code: TIA-222-H Date: 09/23/22 Scale: NTS Path: E:\SA Jobs\2022\September 2022\23\136349_877635_Carmel- Plum Creek---Jayraj---Akshay\Tnx_005_01_0001\136349_005_01_0001_Carmel - Plum Creek_IN.eri Dwg No. E-5 TIA-222-H - Service - 60 mph Maximum Values 0 0 50 50 Deflection (in) 118.500 76.500 37.500 0.000 Elevation (ft) 0 0 0.5 0.5 1 1 1.5 1.5 2 2 2.5 2.5 Tilt (deg) 0 0 0.05 0.05 0.1 0.1 Twist (deg) 118.500 76.500 37.500 0.000 B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job: 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Jayaraj B App'd: Code: TIA-222-H Date: 09/23/22 Scale: NTS Path: E:\SA Jobs\2022\September 2022\23\136349_877635_Carmel- Plum Creek---Jayraj---Akshay\Tnx_005_01_0001\136349_005_01_0001_Carmel - Plum Creek_IN.eri Dwg No. E-7 Feed Line Distribution Chart 0' - 118'6" Round Flat App In Face App Out Face Truss Leg Face A 76.500 37.500 0.000 118.500 Elevation (ft) Safety Line 3/8 Face B 118.000 114.000 100.000 91.000 75.000 (3) LDF5-50A(7/8) (2) HCS 2.0 Part 3(1-1/2) (6) AVA5-50(7/8) (6) FLC 78-50J(7/8) Face C 76.500 37.500 0.000 118.000 118.500 114.000 100.000 91.000 75.000 LDF4-50A(1/2) CU12PSM6P4XXX(1-3/4) LDF2-50A(3/8) (6) LDF5-50A(7/8) (2) PWRT-606-S(7/8) (2) FB-L98B-034-XXXXXX(3/8) (2) RLSS 8AWG DC(3/4) (2) WR-VG86ST-BRD(3/4) LDF4-50A(1/2) (2) PWRT-606-S(7/8) (2) RFFT-48SM-001-XXX(3/8) (3) 2" Rigid Conduit ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 1 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Hamilton County, Indiana. Tower base elevation above sea level: 755.000 ft. Basic wind speed of 115 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.000 ft. Nominal ice thickness of 2.000 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50.000 °F. Deflections calculated using a wind speed of 60 mph. TIA-222-H Annex S. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component √ Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 2 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 118.500-76.500 42.000 3.000 12 14.050 23.240 0.188 0.750 A572-65 (65 ksi) L2 76.500-37.500 42.000 4.000 12 22.209 31.410 0.313 1.250 A572-65 (65 ksi) L3 37.500-0.000 41.500 12 29.909 39.000 0.375 1.500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 3 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight klf (CaAa) 0.000 -0.130 * * * Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 4 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight klf * AVA5-50(7/8) B No No Inside Pole 75.000 - 0.000 6 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 * * * Feed Line/Linear Appurtenances Section Areas Tower Section Tower Elevation ft Face AR ft2 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 5 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 2 LDF5-50A(7/8) 76.50 - 118.00 1.0000 1.0000 L1 3 HCS 2.0 Part 3(1-1/2) 76.50 - 118.00 1.0000 1.0000 L1 9 CU12PSM6P4XXX(1-3/4) 76.50 - 100.00 1.0000 1.0000 L1 29 Safety Line 3/8 76.50 - 118.50 1.0000 1.0000 L2 2 LDF5-50A(7/8) 37.50 - 76.50 1.0000 1.0000 L2 3 HCS 2.0 Part 3(1-1/2) 37.50 - 76.50 1.0000 1.0000 L2 9 CU12PSM6P4XXX(1-3/4) 37.50 - 76.50 1.0000 1.0000 L2 27 FLC 78-50J(7/8) 37.50 - 75.00 1.0000 1.0000 L2 29 Safety Line 3/8 37.50 - 76.50 1.0000 1.0000 L3 2 LDF5-50A(7/8) 0.00 - 37.50 1.0000 1.0000 L3 3 HCS 2.0 Part 3(1-1/2) 0.00 - 37.50 1.0000 1.0000 L3 9 CU12PSM6P4XXX(1-3/4) 0.00 - 37.50 1.0000 1.0000 L3 27 FLC 78-50J(7/8) 0.00 - 37.50 1.0000 1.0000 L3 29 Safety Line 3/8 0.00 - 37.50 1.0000 1.0000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 6 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.000 2.000 1/2'' Ice 1'' Ice 2'' Ice 7.791 8.341 9.495 2.358 2.759 3.615 0.143 0.192 0.303 AEHC B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 7 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 1'' Ice 2'' Ice 32.400 45.400 32.400 45.400 2.346 3.518 * Pipe Mount [PM 601-1] A From Leg 0.500 0.000 0.000 0.000 114.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.320 1.580 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 8 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 2'' Ice 4.396 4.396 0.119 (2) 8' x 2'' Mount Pipe B From Leg 4.000 0.000 0.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 9 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.000 1'' Ice 2'' Ice 3.194 3.675 2.049 2.458 0.098 0.157 RRUS 32 B66 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.743 2.965 3.194 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 10 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 2'' Ice 5.018 3.574 0.277 DC9-48-60-24-8C-EV_CCIV 2 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.993 3.037 3.293 3.834 1.993 3.037 3.293 3.834 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 11 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 2'' Ice 13.066 8.601 0.382 BXD-63606380CF w/ Mount Pipe C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 10.830 11.410 11.953 13.066 4.831 5.977 6.835 8.601 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 12 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 13 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 118.5 - 76.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -34.624 -1.582 2.505 Max. Mx 8 -12.432 -373.210 2.262 Max. My 2 -12.488 -2.636 366.412 Max. Vy 8 15.786 -373.210 2.262 Max. Vx 2 -15.501 -2.636 366.412 Max. Torque 9 0.759 L2 76.5 - 37.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -47.348 -3.385 3.422 Max. Mx 8 -19.149 -1069.578 6.062 Max. My 2 -19.178 -7.302 1051.474 Max. Vy 8 19.768 -1069.578 6.062 Max. Vx 2 -19.481 -7.302 1051.474 Max. Torque 9 0.756 L3 37.5 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -61.473 -5.462 4.262 Max. Mx 8 -28.960 -1945.963 10.032 Max. My 2 -28.961 -12.296 1915.843 Max. Vy 8 22.347 -1945.963 10.032 Max. Vx 2 -22.074 -12.296 1915.843 Max. Torque 9 0.751 Maximum Reactions Location Condition Gov. Load Comb. Vertical ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 14 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Ice 1.2 Dead+1.0 Wind 60 deg - No Ice 28.984 19.283 -11.126 -969.361 -1680.964 -0.529 0.9 Dead+1.0 Wind 60 deg - No Ice 21.738 19.283 -11.126 -954.590 -1655.338 -0.527 1.2 Dead+1.0 Wind 90 deg - No Ice 28.984 22.316 -0.091 -10.032 -1945.963 -0.747 0.9 Dead+1.0 Wind 90 deg - No Ice 21.738 22.316 -0.091 -9.751 -1916.332 -0.750 1.2 Dead+1.0 Wind 120 deg - No Ice 28.984 19.739 11.283 978.010 -1716.722 -0.708 0.9 Dead+1.0 Wind 120 deg - No Ice 21.738 19.739 11.283 963.413 -1690.643 -0.716 1.2 Dead+1.0 Wind 150 deg - No Ice 28.984 11.025 19.065 1655.950 -959.581 -0.468 0.9 Dead+1.0 Wind 150 deg - No Ice 21.738 11.025 19.065 1631.068 -944.863 -0.478 1.2 Dead+1.0 Wind 180 deg - No Ice ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 15 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 61.473 -4.015 -2.266 -232.079 400.987 0.170 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 61.473 -2.345 -3.949 -401.929 232.994 0.135 Dead+Wind 0 deg - Service 24.153 0.027 -5.652 -487.816 -3.639 0.032 Dead+Wind 30 deg - Service 24.153 2.868 -4.912 -424.359 -248.902 -0.057 Dead+Wind 60 deg - Service 24.153 4.945 -2.853 -246.984 -428.301 -0.142 Dead+Wind 90 deg - Service 24.153 5.722 -0.023 -2.843 -495.745 -0.196 Dead+Wind 120 deg - Service 24.153 5.061 2.893 248.626 -437.438 -0.186 Dead+Wind 150 deg - Service 24.153 2.827 4.889 421.101 -244.698 -0.127 Dead+Wind 180 deg - Service 24.153 -0.019 5.652 486.984 1.215 -0.041 Dead+Wind 210 deg - Service 24.153 -2.865 4.912 423.564 247.133 0.056 Dead+Wind 240 deg - Service 24.153 -4.943 2.855 246.405 426.672 0.139 Dead+Wind 270 deg - Service 24.153 -5.718 0.023 2.012 493.722 0.185 Dead+Wind 300 deg - Service 24.153 -5.060 -2.895 -249.715 435.822 0.181 Dead+Wind 330 deg - Service 24.153 -2.825 -4.889 -421.970 242.930 0.124 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions PX % Error K PY K ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 16 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Load Comb. Sum of Applied Forces Sum of Reactions PX % Error K PY K PZ K PX K PY K PZ K 36 -4.632 -61.473 0.011 4.633 61.473 -0.011 0.001% 37 -4.015 -61.473 -2.266 4.015 61.473 2.266 0.000% 38 -2.345 -61.473 -3.949 2.345 61.473 3.949 0.000% 39 0.027 -24.153 -5.652 -0.027 24.153 5.652 0.000% 40 2.868 -24.153 -4.912 -2.868 24.153 4.912 0.000% 41 4.945 -24.153 -2.853 -4.945 24.153 2.853 0.000% 42 5.722 -24.153 -0.023 -5.722 24.153 0.023 0.000% 43 5.061 -24.153 2.893 -5.061 24.153 -2.893 0.000% 44 2.827 -24.153 4.889 -2.827 24.153 -4.889 0.000% 45 -0.019 -24.153 5.652 0.019 24.153 -5.652 0.000% 46 -2.865 -24.153 4.912 2.865 24.153 -4.912 0.000% 47 -4.943 -24.153 2.855 4.943 24.153 -2.855 0.000% 48 -5.718 -24.153 0.023 5.718 24.153 -0.023 0.000% 49 -5.060 -24.153 -2.895 5.060 24.153 2.895 0.000% 50 -2.825 -24.153 -4.889 2.825 24.153 4.889 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00006670 3 Yes 4 0.00000001 0.00095150 4 Yes 6 0.00000001 0.00020334 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 17 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B 37 Yes 6 0.00000001 0.00023639 38 Yes 6 0.00000001 0.00023431 39 Yes 4 0.00000001 0.00016434 40 Yes 4 0.00000001 0.00094367 41 Yes 5 0.00000001 0.00006806 42 Yes 4 0.00000001 0.00020460 43 Yes 4 0.00000001 0.00094617 44 Yes 4 0.00000001 0.00095523 45 Yes 4 0.00000001 0.00016101 46 Yes 4 0.00000001 0.00095801 47 Yes 4 0.00000001 0.00091915 48 Yes 4 0.00000001 0.00018819 49 Yes 5 0.00000001 0.00007087 50 Yes 4 0.00000001 0.00089224 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 28.205 43 2.231 0.005 L2 79.5 - 37.5 12.123 43 1.523 0.002 L3 41.5 - 0 3.114 43 0.708 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 18 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 118.500 Lightning Rod 5/8'' x 8' 10 110.649 8.787 0.022 4378 118.000 FFVV-65C-R3-V1_TMO 10 109.770 8.754 0.021 4378 114.000 T49300G10006 10 102.741 8.486 0.019 4378 103.000 Side Arm Mount [SO 102-3] 10 83.732 7.739 0.015 1409 100.000 MX08FRO665-21 w/ Mount Pipe 10 78.700 7.530 0.013 1180 91.000 (2) XXQLH-654L8H8-IVT 10 64.230 6.884 0.010 790 75.000 LNX-6514DS-VTM w/ Mount Pipe 10 41.868 5.627 0.005 563 Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 118.5 - 76.5 (1) TP23.24x14.05x0.188 42.000 0.000 0.0 13.522 -12.401 791.015 0.016 ttnnxxTToowweerr Job 136349.005.01.0001 - Carmel- Plum Creek, IN (BU# 877635) Page 19 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:42:06 09/23/22 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Client Crown Castle Designed by Jayaraj B Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 118.5 - 76.5 (1) 0.016 0.953 0.000 0.067 0.001 0.973 1.050 4.8.2 L2 76.5 - 37.5 (2) 0.011 0.829 0.000 0.038 0.001 0.841 1.050 4.8.2 L3 37.5 - 0 (3) 0.011 0.791 0.000 0.028 0.000 0.802 1.050 4.8.2 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % APPENDIX B BASE LEVEL DRAWING APPENDIX C ADDITIONAL CALCULATIONS Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (12) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 46" BC Pu_t = 169.22 φPn_t = 243.75 Stress Rating Vu = 1.9 φVn = 149.1 66.1% Base Plate Data Mu = n/a φMn = n/a Pass 52" OD x 2.75" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Base Plate Summary Stiffener Data Max Stress (ksi): 19.81 (Flexural) N/A Allowable Stress (ksi): 54 Stress Rating: 34.9% Pass Pole Data 39" x 0.375" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Connection Properties Analysis Results Iar (in) 0 Moment (kip-ft) 1975.76 Axial Force (kips) 28.96 Shear Force (kips) 22.77 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 BU # 877635 Applied Loads Site Name Carmel - Plum Creek, IN Order # 597035, Rev. 1 Analysis Considerations Site Info TIA-222 Revision H Grout Considered: Yes 28.96 22.77 Adjusted Pole Reactions CCIplate - Version 4.1.2 Analysis Date: 9/23/2022 Report File: TIA-222 Revison: Tower Type: Check Pier Capacity only at location of Max Moment? No Location: Soil Lateral Check Compression Uplift Comp. Uplift 7.06 - 1975.76 4.21 - 28.96 2099.74 - 22.77 30.1% - Soil Vertical Check Compression Uplift Go to Soil Calculations 389.43 - 4 ksi 209.89 - 60 ksi 100.18 - 40 ksi 599.31 - 129.14 - 20.5% - 30 ft Reinforced Concrete Flexure Compression Uplift 0.5 ft 7.05 - 2099.74 - 4893.30 - 6 ft 40.9% - 27 24 Reinforced Concrete Shear Compression Uplift 11 21.76 - 4 in 192.28 - 5 454.96 - 18 in 40.3% - in *Rating per TIA-222-H Section 15.5 4 # of Layers 4 121 FALSE 1 0 3 3 110 150 0 0 0.000 0.000 0.00 0.00 FALSE 2 3 4 1 115 150 0 31 0.290 0.290 9 FALSE 3 4 13 9 52.6 87.6 0 31 0.704 0.704 14 FALSE 4 13 30 17 57.6 87.6 0 31 1.231 1.231 8 16 Structural Foundation Rating* 40.9% Total Capacity (kips) N/A Analysis Results Rebar Size Pier Section 1 Check Limitation Apply TIA-222-H Section 15.5: Additional Longitudinal Rebar Shear Design Options Check Shear along Depth of Pier: Utilize Shear-Friction Methodology: Override Critical Depth: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip-ft) Rating* Ext. Above Grade Critical Moment (kip-ft) Critical Moment Capacity Rating* From 0.5' above grade to 30' below grade Rebar Size Clear Cover to Ties Tie Size ASCE 7 Hazards Report Address: No Address at This Location Standard: ASCE/SEI 7-10 Risk Category: II Soil Class: D - Stiff Soil Elevation: 755.39 ft (NAVD 88) Latitude: Longitude: 39.972317 -86.06945 Wind Results: Wind Speed 115 Vmph 10-year MRI 76 Vmph 25-year MRI 84 Vmph 50-year MRI 90 Vmph 100-year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1–CC-4, and Section 26.5.2, incorporating errata of March 12, 2014 Date Accessed: Fri Sep 23 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Fri Sep 23 2022 SS : 0.145 S1 : 0.081 Fa : 1.6 Fv : 2.4 SMS : 0.232 SM1 : 0.194 SDS : 0.155 SD1 : 0.129 TL : 12 PGA : 0.066 PGA M : 0.106 FPGA : 1.6 Ie : 1 Design Response Spectrum S a (g) vs T(s) MCE R Response Spectrum S a (g) vs T(s) Seismic Site Soil Class: Results: Seismic Design Category D - Stiff Soil B Data Accessed: Fri Sep 23 2022 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Fri Sep 23 2022 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed 40 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Fri Sep 23 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Fri Sep 23 2022 Input Effective Depths (else Actual): Critical Depth (ft from TOC) Soil Interaction Rating* 30.1% Rebar 2, Fy Override (ksi) Rebar 3, Fy Override (ksi) Depth Cohesionless Layer Top (ft) Bottom (ft) Thickness (ft) Groundwater Depth Cohesion (ksf) Angle of Friction (degrees) Cohesionless Ultimate Skin Friction Uplift Override (ksf) Critical Shear Capacity Rating* Skin Friction (kips) Weight of Concrete (kips) Rating* Critical Shear (kip) End Bearing (kips) Axial (kips) Critical Depth (ft from TOC) Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Ultimate Skin Friction Comp Override (ksf) Soil Profile Soil Type SPT Blow Count Ult. Net Bearing Capacity (ksf) γsoil (pcf) γconcrete (pcf) Cohesionless Cohesionless Drilled Pier Foundation BU # : Site Name: Order Number: Monopole Applied Loads Material Properties Pier Design Data H 877635 Carmel - Pium Creek 597035,Rev# 1 Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Rebar Strength, Fy: Tie Yield Strength, Fyt: Pier Diameter Rebar Quantity Rebar Cage Diameter Rebar Quantity Tie Spacing Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 5.0.4 Capacity Pass Fail L1 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -12.401 830.566 92.7 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -19.116 1867.939 80.1 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -28.959 2864.841 76.4 Pass Summary Pole (L1) 92.7 Pass RATING = 92.7 Pass Program Version 8.1.1.0 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 42.000 0.000 0.0 30.410 -19.116 1778.990 0.011 L3 37.5 - 0 (3) TP39x29.909x0.375 41.500 0.000 0.0 46.640 -28.959 2728.420 0.011 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L1 118.5 - 76.5 (1) TP23.24x14.05x0.188 375.304 393.891 0.953 0.000 393.891 0.000 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 1081.750 1304.767 0.829 0.000 1304.767 0.000 L3 37.5 - 0 (3) TP39x29.909x0.375 1975.767 2498.542 0.791 0.000 2498.542 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 118.5 - 76.5 (1) TP23.24x14.05x0.188 15.926 237.305 0.067 0.660 467.496 0.001 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 20.171 533.697 0.038 0.710 1418.750 0.001 L3 37.5 - 0 (3) TP39x29.909x0.375 22.768 818.527 0.028 0.708 2781.000 0.000 Pole Interaction Design Data ° Radius of Curvature ft 118.500 Lightning Rod 5/8'' x 8' 43 28.205 2.231 0.005 16563 118.000 FFVV-65C-R3-V1_TMO 43 27.980 2.223 0.005 16563 114.000 T49300G10006 43 26.186 2.155 0.005 16563 103.000 Side Arm Mount [SO 102-3] 43 21.334 1.965 0.004 5342 100.000 MX08FRO665-21 w/ Mount Pipe 43 20.049 1.912 0.003 4476 91.000 (2) XXQLH-654L8H8-IVT 43 16.357 1.748 0.003 3010 75.000 LNX-6514DS-VTM w/ Mount Pipe 43 10.655 1.429 0.001 2162 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 110.649 10 8.787 0.017 L2 79.5 - 37.5 47.628 10 5.998 0.006 L3 41.5 - 0 12.237 10 2.785 0.002 Critical Deflections and Radius of Curvature - Design Wind 5 Yes 6 0.00000001 0.00006013 6 Yes 6 0.00000001 0.00020799 7 Yes 6 0.00000001 0.00006166 8 Yes 5 0.00000001 0.00013481 9 Yes 5 0.00000001 0.00006014 10 Yes 6 0.00000001 0.00020402 11 Yes 6 0.00000001 0.00005968 12 Yes 6 0.00000001 0.00020333 13 Yes 6 0.00000001 0.00006070 14 Yes 5 0.00000001 0.00001896 15 Yes 4 0.00000001 0.00078340 16 Yes 6 0.00000001 0.00020516 17 Yes 6 0.00000001 0.00006087 18 Yes 6 0.00000001 0.00020202 19 Yes 6 0.00000001 0.00005961 20 Yes 5 0.00000001 0.00004695 21 Yes 4 0.00000001 0.00088307 22 Yes 6 0.00000001 0.00021165 23 Yes 6 0.00000001 0.00006238 24 Yes 6 0.00000001 0.00019828 25 Yes 6 0.00000001 0.00005889 26 Yes 4 0.00000001 0.00007909 27 Yes 5 0.00027294 0.00079514 28 Yes 6 0.00000001 0.00024072 29 Yes 6 0.00000001 0.00024420 30 Yes 5 0.00027265 0.00080652 31 Yes 6 0.00000001 0.00022921 32 Yes 6 0.00000001 0.00023158 33 Yes 5 0.00027238 0.00077001 34 Yes 6 0.00000001 0.00023202 35 Yes 6 0.00000001 0.00022506 36 Yes 5 0.00027272 0.00079139 PZ K PX K PY K PZ K 1 0.000 -24.153 0.000 0.000 24.153 0.000 0.000% 2 0.107 -28.984 -22.044 -0.107 28.984 22.044 0.000% 3 0.107 -21.738 -22.044 -0.107 21.738 22.044 0.000% 4 11.183 -28.984 -19.156 -11.183 28.984 19.156 0.000% 5 11.183 -21.738 -19.156 -11.183 21.738 19.156 0.000% 6 19.283 -28.984 -11.126 -19.283 28.984 11.126 0.000% 7 19.283 -21.738 -11.126 -19.283 21.738 11.126 0.000% 8 22.316 -28.984 -0.091 -22.316 28.984 0.091 0.000% 9 22.316 -21.738 -0.091 -22.316 21.738 0.091 0.000% 10 19.739 -28.984 11.283 -19.739 28.984 -11.283 0.000% 11 19.739 -21.738 11.283 -19.739 21.738 -11.283 0.000% 12 11.025 -28.984 19.065 -11.025 28.984 -19.065 0.000% 13 11.025 -21.738 19.065 -11.025 21.738 -19.065 0.000% 14 -0.076 -28.984 22.044 0.076 28.984 -22.044 0.000% 15 -0.076 -21.738 22.044 0.076 21.738 -22.044 0.000% 16 -11.174 -28.984 19.157 11.174 28.984 -19.157 0.000% 17 -11.174 -21.738 19.157 11.174 21.738 -19.157 0.000% 18 -19.279 -28.984 11.134 19.279 28.984 -11.134 0.000% 19 -19.279 -21.738 11.134 19.279 21.738 -11.134 0.000% 20 -22.298 -28.984 0.091 22.298 28.984 -0.091 0.000% 21 -22.298 -21.738 0.091 22.298 21.738 -0.091 0.000% 22 -19.734 -28.984 -11.291 19.734 28.984 11.291 0.000% 23 -19.734 -21.738 -11.291 19.734 21.738 11.291 0.000% 24 -11.015 -28.984 -19.066 11.015 28.984 19.066 0.000% 25 -11.015 -21.738 -19.066 11.015 21.738 19.066 0.000% 26 0.000 -61.473 0.000 -0.000 61.473 0.000 0.000% 27 0.012 -61.473 -4.569 -0.012 61.473 4.570 0.001% 28 2.312 -61.473 -3.970 -2.312 61.473 3.970 0.000% 29 3.992 -61.473 -2.304 -3.992 61.473 2.304 0.000% 30 4.610 -61.473 -0.011 -4.611 61.473 0.011 0.001% 31 3.981 -61.473 2.285 -3.981 61.473 -2.285 0.000% 32 2.292 -61.473 3.959 -2.292 61.473 -3.959 0.000% 33 -0.011 -61.473 4.569 0.011 61.473 -4.570 0.001% 34 -2.365 -61.473 3.960 2.365 61.473 -3.961 0.000% 35 -4.027 -61.473 2.286 4.027 61.473 -2.286 0.000% 28.984 -0.076 22.044 1914.846 6.796 -0.129 0.9 Dead+1.0 Wind 180 deg - No Ice 21.738 -0.076 22.044 1886.051 6.912 -0.139 1.2 Dead+1.0 Wind 210 deg - No Ice 28.984 -11.174 19.157 1665.561 973.148 0.226 0.9 Dead+1.0 Wind 210 deg - No Ice 21.738 -11.174 19.157 1640.532 958.658 0.219 1.2 Dead+1.0 Wind 240 deg - No Ice 28.984 -19.279 11.134 969.383 1678.611 0.514 0.9 Dead+1.0 Wind 240 deg - No Ice 21.738 -19.279 11.134 954.859 1653.459 0.512 1.2 Dead+1.0 Wind 270 deg - No Ice 28.984 -22.298 0.091 9.056 1942.059 0.665 0.9 Dead+1.0 Wind 270 deg - No Ice 21.738 -22.298 0.091 9.039 1912.917 0.668 1.2 Dead+1.0 Wind 300 deg - No Ice 28.984 -19.734 -11.291 -979.995 1714.387 0.653 0.9 Dead+1.0 Wind 300 deg - No Ice 21.738 -19.734 -11.291 -965.114 1688.777 0.661 1.2 Dead+1.0 Wind 330 deg - No Ice 28.984 -11.015 -19.066 -1657.090 956.671 0.461 0.9 Dead+1.0 Wind 330 deg - No Ice 21.738 -11.015 -19.066 -1631.936 942.434 0.471 1.2 Dead+1.0 Ice+1.0 Temp 61.473 0.000 -0.000 -4.262 -5.462 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 61.473 0.012 -4.570 -464.496 -6.896 0.000 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 61.473 2.312 -3.970 -404.541 -239.042 -0.070 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 61.473 3.992 -2.304 -236.908 -408.573 -0.123 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 61.473 4.611 -0.011 -5.614 -471.064 -0.162 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 61.473 3.981 2.285 226.028 -407.269 -0.136 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 61.473 2.292 3.959 394.618 -236.781 -0.080 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 61.473 -0.011 4.570 455.881 -4.284 -0.001 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 61.473 -2.365 3.961 394.618 235.253 0.186 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 61.473 -4.027 2.286 225.724 402.291 0.198 1.2 Dead+1.0 Wind 270 61.473 -4.633 0.011 -3.001 463.049 0.194 K Horizontal, X K Horizontal, Z K Pole Max. Vert 30 61.473 -4.611 0.011 Max. Hx 21 21.738 22.298 -0.091 Max. Hz 3 21.738 -0.107 22.044 Max. Mx 2 1915.843 -0.107 22.044 Max. Mz 8 1945.963 -22.316 0.091 Max. Torsion 9 0.750 -22.316 0.091 Min. Vert 5 21.738 -11.183 19.156 Min. Hx 8 28.984 -22.316 0.091 Min. Hz 15 21.738 0.076 -22.044 Min. Mx 14 -1914.846 0.076 -22.044 Min. Mz 20 -1942.059 22.298 -0.091 Min. Torsion 21 -0.668 22.298 -0.091 Tower Mast Reaction Summary Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 24.153 0.000 0.000 -0.385 -0.707 -0.000 1.2 Dead+1.0 Wind 0 deg - No Ice 28.984 0.107 -22.044 -1915.843 -12.296 0.135 0.9 Dead+1.0 Wind 0 deg - No Ice 21.738 0.107 -22.044 -1886.779 -11.881 0.144 1.2 Dead+1.0 Wind 30 deg - No Ice 28.984 11.183 -19.156 -1666.405 -976.074 -0.195 0.9 Dead+1.0 Wind 30 deg - No 21.738 11.183 -19.156 -1641.112 -961.099 -0.189 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft 0.051 0.121 0.199 0.382 (2) 641280-DF A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.120 0.175 0.238 0.386 0.158 0.226 0.302 0.475 0.004 0.008 0.014 0.030 (2) 641280-DF B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.120 0.175 0.238 0.386 0.158 0.226 0.302 0.475 0.004 0.008 0.014 0.030 (2) 641280-DF C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.120 0.175 0.238 0.386 0.158 0.226 0.302 0.475 0.004 0.008 0.014 0.030 6' x 2'' Mount Pipe A From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 6' x 2'' Mount Pipe B From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 6' x 2'' Mount Pipe C From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 Side Arm Mount [SO 102-3] C None 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.600 4.180 4.750 5.900 3.600 4.180 4.750 5.900 0.075 0.105 0.135 0.195 * Dishes Description Face or Leg Dish Type Offset Type Offsets: Horz Lateral Vert ft Azimuth Adjustment ° 3 dB Beam Width ° Elevation ft Outside Diameter ft Aperture Area ft2 Weight K T49300G10006 A Grid From Leg 1.000 0.000 0.000 90.000 114.000 3.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.069 7.467 7.865 8.661 0.011 0.049 0.088 0.164 * 0.019 0.058 0.101 0.199 DC9-48-60-24-8C-EV_CCIV 2 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.993 3.037 3.293 3.834 1.993 3.037 3.293 3.834 0.019 0.058 0.101 0.199 4' x 2'' Pipe Mount A From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.866 1.111 1.365 1.901 0.866 1.111 1.365 1.901 0.015 0.022 0.032 0.062 4' x 2'' Pipe Mount B From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.866 1.111 1.365 1.901 0.866 1.111 1.365 1.901 0.015 0.022 0.032 0.062 4' x 2'' Pipe Mount C From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.866 1.111 1.365 1.901 0.866 1.111 1.365 1.901 0.015 0.022 0.032 0.062 (2) 8' x 2'' Mount Pipe A From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe B From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe C From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 Platform Mount [LP 303-1_HR-1] C None 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.090 21.470 25.720 33.960 17.090 21.470 25.720 33.960 1.495 1.881 2.346 3.518 * LNX-6514DS-VTM w/ Mount Pipe A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 LNX-6514DS-VTM w/ Mount Pipe B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 LNX-6514DS-VTM w/ Mount Pipe C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 BXD-63606380CF w/ Mount Pipe A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 10.830 11.410 11.953 13.066 4.831 5.977 6.835 8.601 0.051 0.121 0.199 0.382 BXD-63606380CF w/ Mount Pipe B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 10.830 11.410 11.953 4.831 5.977 6.835 0.051 0.121 0.199 3.675 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 DC6-48-60-18-8F A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.850 1.356 1.532 1.914 0.850 1.356 1.532 1.914 0.019 0.036 0.055 0.101 RRUS 4478 B14 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 4478 B14 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 4478 B14 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 32 B2 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B2 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B2 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 AIR 6419 B77G w/ Mount Pipe A From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.325 4.740 5.173 6.094 2.492 2.841 3.209 3.999 0.078 0.110 0.147 0.241 AIR 6419 B77G w/ Mount Pipe B From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.325 4.740 5.173 6.094 2.492 2.841 3.209 3.999 0.078 0.110 0.147 0.241 AIR 6419 B77G w/ Mount Pipe C From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.325 4.740 5.173 6.094 2.492 2.841 3.209 3.999 0.078 0.110 0.147 0.241 AIR 6449 B77D w/ Mount Pipe A From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.583 3.920 4.272 5.018 2.307 2.602 2.912 3.574 0.095 0.130 0.173 0.277 AIR 6449 B77D w/ Mount Pipe B From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.583 3.920 4.272 5.018 2.307 2.602 2.912 3.574 0.095 0.130 0.173 0.277 AIR 6449 B77D w/ Mount Pipe C From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 3.583 3.920 4.272 2.307 2.602 2.912 0.095 0.130 0.173 0.063 0.119 (2) 8' x 2'' Mount Pipe C From Leg 4.000 0.000 0.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 Commscope MC-PK8-DSH C None 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 34.240 62.950 91.660 149.080 34.240 62.950 91.660 149.080 1.749 2.099 2.450 3.151 * * (2) XXQLH-654L8H8-IVT A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.103 11.786 12.481 13.906 4.214 4.826 5.449 6.730 0.109 0.203 0.304 0.533 (2) XXQLH-654L8H8-IVT B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.103 11.786 12.481 13.906 4.214 4.826 5.449 6.730 0.109 0.203 0.304 0.533 (2) XXQLH-654L8H8-IVT C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.103 11.786 12.481 13.906 4.214 4.826 5.449 6.730 0.109 0.203 0.304 0.533 RRUS 32 B30 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RRUS 32 B30 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RRUS 32 B30 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RADIO 4449 B5/B12 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.644 1.804 1.972 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RADIO 4449 B5/B12 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.644 1.804 1.972 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RADIO 4449 B5/B12 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.644 1.804 1.972 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RRUS 32 B66 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.743 2.965 3.194 3.675 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B66 B From Leg 4.000 0.000 0.000 91.000 No Ice 1/2'' Ice 2.743 2.965 1.668 1.855 0.053 0.074 1.840 2.400 1.320 1.580 1.840 2.400 0.065 0.077 0.093 0.134 * * Side Arm Mount [SO 102-3] C None 0.000 103.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.600 4.180 4.750 5.900 3.600 4.180 4.750 5.900 0.075 0.105 0.135 0.195 * MX08FRO665-21 w/ Mount Pipe A From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.009 8.518 9.038 10.109 4.233 4.689 5.156 6.122 0.108 0.194 0.292 0.522 MX08FRO665-21 w/ Mount Pipe B From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.009 8.518 9.038 10.109 4.233 4.689 5.156 6.122 0.108 0.194 0.292 0.522 CMA-UBTULBULBHH/651 6/16/21/21 w/ Mount Pipe C From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.526 18.431 19.353 21.252 6.199 6.947 7.713 9.299 0.142 0.245 0.360 0.627 TA08025-B604 A From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 TA08025-B604 B From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 TA08025-B604 C From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 TA08025-B605 B From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 TA08025-B605 C From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 TA08025-B605 A From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 RDIDC-9181-PF-48 A From Leg 4.000 0.000 2.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.012 2.189 2.373 2.763 1.168 1.311 1.461 1.784 0.022 0.040 0.060 0.110 (2) 8' x 2'' Mount Pipe A From Leg 4.000 0.000 0.000 0.000 100.000 No Ice 1/2'' Ice 1'' Ice 1.900 2.728 3.401 1.900 2.728 3.401 0.029 0.044 0.063 1/2'' Ice 1'' Ice 2'' Ice 7.258 7.791 8.341 9.495 1.975 2.358 2.759 3.615 0.099 0.143 0.192 0.303 AEHC C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.258 7.791 8.341 9.495 1.975 2.358 2.759 3.615 0.099 0.143 0.192 0.303 AHLOA_T-MOBILE A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.860 3.083 3.313 3.797 1.848 2.037 2.233 2.647 0.084 0.107 0.133 0.197 AHLOA_T-MOBILE B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.860 3.083 3.313 3.797 1.848 2.037 2.233 2.647 0.084 0.107 0.133 0.197 AHLOA_T-MOBILE C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.860 3.083 3.313 3.797 1.848 2.037 2.233 2.647 0.084 0.107 0.133 0.197 AHFIG_TMO A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.082 3.317 3.560 4.066 1.470 1.658 1.854 2.265 0.071 0.092 0.116 0.175 AHFIG_TMO B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.082 3.317 3.560 4.066 1.470 1.658 1.854 2.265 0.071 0.092 0.116 0.175 AHFIG_TMO C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.082 3.317 3.560 4.066 1.470 1.658 1.854 2.265 0.071 0.092 0.116 0.175 HCS 2.0 Part 1 A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.867 2.037 2.215 2.593 0.933 1.059 1.193 1.481 0.024 0.040 0.059 0.105 HCS 2.0 Part 1 B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.867 2.037 2.215 2.593 0.933 1.059 1.193 1.481 0.024 0.040 0.059 0.105 (4) 8' x 2'' Mount Pipe A From Leg 4.000 0.000 0.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (4) 8' x 2'' Mount Pipe B From Leg 4.000 0.000 0.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (4) 8' x 2'' Mount Pipe C From Leg 4.000 0.000 0.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 PV-LPPGS-12M-HR25-AP4 C None 0.000 118.000 No Ice 1/2'' Ice 19.400 25.900 19.400 25.900 1.495 1.881 ft CAAA Front ft2 CAAA Side ft2 Weight K Lightning Rod 5/8'' x 8' C From Leg 1.000 0.000 4.000 0.000 118.500 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.500 1.314 2.144 3.613 0.500 1.314 2.144 3.613 0.031 0.037 0.047 0.084 * * FFVV-65C-R3-V1_TMO A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 12.953 13.606 14.268 15.626 4.894 5.463 6.042 7.231 0.125 0.244 0.371 0.654 FFVV-65C-R3-V1_TMO B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 12.953 13.606 14.268 15.626 4.894 5.463 6.042 7.231 0.125 0.244 0.371 0.654 FFVV-65C-R3-V1_TMO C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 12.953 13.606 14.268 15.626 4.894 5.463 6.042 7.231 0.125 0.244 0.371 0.654 AEHC A From Leg 4.000 0.000 118.000 No Ice 7.258 1.975 0.099 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 118.500-76.500 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.575 26.436 4.112 0.000 0.000 0.000 0.009 0.183 0.309 L2 76.500-37.500 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.462 49.863 6.825 0.000 0.000 0.000 0.009 0.329 0.757 L3 37.500-0.000 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.406 48.907 6.563 0.000 0.000 0.000 0.008 0.323 0.728 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 118.500-76.500 A B C 1.892 0.000 0.000 0.000 0.000 0.000 0.000 17.464 72.295 13.003 0.000 0.000 0.000 0.229 1.043 0.507 L2 76.500-37.500 A B C 1.793 0.000 0.000 0.000 0.000 0.000 0.000 16.217 116.948 21.579 0.000 0.000 0.000 0.213 1.724 1.085 L3 37.500-0.000 A B C 1.605 0.000 0.000 0.000 0.000 0.000 0.000 14.856 111.573 20.013 0.000 0.000 0.000 0.186 1.593 1.019 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 118.500-76.500 0.238 -2.300 -0.272 -2.447 L2 76.500-37.500 2.410 -1.068 1.441 -1.461 L3 37.500-0.000 2.693 -1.127 1.776 -1.660 Weight klf * LDF4-50A(1/2) C No No Inside Pole 114.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 * LDF2-50A(3/8) C No No Inside Pole 91.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 LDF5-50A(7/8) C No No Inside Pole 91.000 - 0.000 6 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PWRT-606-S(7/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 FB-L98B-034-XXX XXX(3/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 RLSS 8AWG DC(3/4) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 WR-VG86ST-BRD( 3/4) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 LDF4-50A(1/2) C No No Inside Pole 91.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PWRT-606-S(7/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 RFFT-48SM-001-X XX(3/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2'' Rigid Conduit C No No Inside Pole 91.000 - 0.000 3 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.003 0.003 0.003 0.003 in3 J in4 It/Q in2 w in w/t L1 14.479 8.369 205.290 4.963 7.278 28.207 415.973 4.119 3.263 17.402 23.994 13.918 944.055 8.253 12.038 78.421 1912.911 6.850 5.726 30.538 L2 23.562 22.033 1348.312 7.839 11.504 117.203 2732.046 10.844 5.114 16.366 32.408 31.292 3862.498 11.133 16.270 237.394 7826.468 15.401 7.580 24.257 L3 31.739 35.662 3970.320 10.573 15.493 256.270 8044.944 17.552 7.011 18.695 40.243 46.640 8881.341 13.828 20.202 439.627 17996.006 22.955 9.447 25.192 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 118.500-76.50 0 1 1 1 L2 76.500-37.500 1 1 1 L3 37.500-0.000 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight klf LDF5-50A(7/8) B No Surface Ar (CaAa) 118.000 - 0.000 3 3 -0.450 -0.400 1.090 0.000 HCS 2.0 Part 3(1-1/2) B No Surface Ar (CaAa) 118.000 - 0.000 2 2 -0.390 -0.300 1.550 0.002 * * CU12PSM6P4XXX(1-3/ 4) C No Surface Ar (CaAa) 100.000 - 0.000 1 1 0.260 0.290 1.750 0.003 FLC 78-50J(7/8) B No Surface Ar (CaAa) 75.000 - 0.000 6 6 0.300 0.500 1.112 0.000 * Safety Line 3/8 A No Surface Ar 118.500 - 1 1 -0.140 0.375 0.000 Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known 9. TOWER RATING: 92.7% Capacity Pass / Fail L1 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -12.401 830.566 92.7 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -19.116 1867.939 80.1 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -28.959 2864.841 76.4 Pass Summary Pole (L1) 92.7 Pass Rating = 92.7 Pass Lines Feed Line Size (in) 114.0 114.0 1 Terrawave T49300G10006 1 1/2 1 -- Pipe Mount [PM 601-1] 103.0 103.0 1 -- Side Arm Mount [SO 102-3] -- -- 100.0 102.0 1 Cellmax Tech. CMA-UBTULBULBHH/6516/16/21/21 1 1-3/4 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B605 2 Jma Wireless MX08FRO665-21 1 Raycap RDIDC-9181-PF-48 100.0 1 Commscope MC-PK8-DSH (1) 91.0 93.0 3 Ericsson AIR 6419 B77G 10 5 4 1 7/8 3/8 3/4 1/2 91.0 6 Ace XXQLH-654L8H8-IVT 3 Ericsson RADIO 4449 B5/B12 3 Ericsson RRUS 32 B2 3 Ericsson RRUS 32 B30 3 Ericsson RRUS 32 B66 3 Ericsson RRUS 4478 B14 1 Raycap DC6-48-60-18-8F